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Home My WebLink About20211027 Ver 1_Meeting Request Review Doc Attachment_20210622(Version 2.08; Released April 2018)48076.1.1TIP No.:17BP.13.R.172County(ies):Madison Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year: Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AWetlands within Project Limits?Trout Waters (Tr) NoneSupplemental Classification: Rural, ForestBig Pine Creek6-1080.170.08Project DescriptionProposed ProjectFrench BroadRiver Basin(s): City/Town:0.23Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomkcalloway@ncdot.govAsheville, NC 28803Address:2/25/2021MadisonMarshallMike CallowayBridge Maintenance, 20 Old 74WBS Element:Bridge ReplacementWBS Element:Joshua G. Dalton, PENCDOT Contact:(828) 298-1128905 Jones Franklin RoadRaleigh, NC 27606Contractor / Designer:(919) 859-2243Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Division 13Address:General Project Information17BP.13.R.17248076.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed remove and replace the existing 1@30'-8" timber deck on steel I-beams on vertical concrete abutment bridge along Big Pine Road (SR 1151) near Marshall, NC. There is one proposed major structure involved with the project The proposed structure, along Big Pine Creek, is a 1@20'x7' Reinforced Concrete Three Sided Culvert. The proposed culvert will be constructed upon footings and constructed at a 0.00% slope. The proposed culvert replaces an existing 1@30'-8" timber deck on steel I-beams on vertical concrete abutment bridge. This structure has been designed to have as little environmental and surface water impacts as possible. Velocities at jurisdictional features are non-erosive.N/ABuffer Rules in Effect:None510Big Pine Road (SR 1151): 2 paved lanes (total 20') with 4' open grassed shoulder on each side. In sections with guardrail, 4' paved shoulder with 3' grassed shoulder behind guardrail.Waterbody Information2017NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Big Pine Road (SR 1151): Open shoulder section, 2 paved lanes (total 18'), Open grassed shoulder on each side. Varying fill and cut slopes.jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) (Version 2.08; Released April 2018)48076.1.1TIP No.:17BP.13.R.1County(ies):Madison Page 2 of 2Sheet No.:4Station:12+39 (-L-)Sq. MilesBarrel Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:No significant raise in roadway, proposed opening similar to existing. Proposed Culvert 2-yr Outlet Velocity (ft/s):8.9Natural Stream Channel 10-yr Velocity (ft/s):9.8Proposed Culvert 10-yr Outlet Velocity (ft/s):12Roadway Geometric ConsiderationsBank Stabilization:No proposed bank stabilization on either upstream or downstream end of pipe.Natural Stream Channel 2-yr Velocity (ft/s):5.6Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)No Stream bed is straight througout project, road curves over stream.Stream Realignment Necessary? (provide justification)No Existing stream bed alignment retainedCulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:NWSE appears to be too shallow at bridge to convey fish. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):N/ALow Flow Floodplain Bench Required? (provide justification)No10' base, vertical left wall, 2.5:2 right slope, bench at bed elev + 2.5'Proposed Sills/Baffles:N/AExisting Low Flow Velocities in the Stream (ft/s):2.3 ft/s(ADF = 6 CFS, slope = 5.3%, n=0.05)Proposed Low Flow Velocities Through the Culvert (ft/s):2.3 ft/s (ADF = 6 CFS, slope = 5.3%, n=0.05)Alternating Low Flow Sills/Baffles:N/ACulvert BurialProposed Culvert Burial Depth (ft):N/AExisting Streambed Material:Sand, silt, bedrock, boulders, cobblesProposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)No side slopes at culvert location, natural streambed used as bottom of culvert. Retained existing drainage patterns to extent possible. Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):5.30Existing Low Flow Channel Dimensions in the Stream:12.5' base, 2:1 left slope, 2.5:1 right slope, bench at bed elev + 2.5'Proposed Culvert Slope (%):5.30Surface Water Body:(1)Big Pine Creek48.6Culvert Type:3 sided reinforced concrete culvert7Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):6Number of Barrels:1Barrel Width/Diameter (ft):20North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 6 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 2010 V = = ADT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAPrepared in the Office of: KCI http://www.kci.com Plans Prepared For: RIGHT OF WAY DATE: LETTING DATE: NCDOT CONTACT: KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 Phone (919) 783-9214 Fax (919) 783-9266 VICINITY MAP 2017 510 25 SITE PROJECT See Sheet 1-B For Conventional Symbols SUB - REGIONAL TIER -L- STA. 12+25.45 BEGIN CULVERT -L- STA. 12+50.35 END CULVERT 4 MADISON COUNTY MPH TO SOUTH FORK RDREPLACE BRIDGE NO. 145 OVER BIG PINE CREEK ON SR 1151 (BIG PINE ROAD) TO SU G A R C A M P R D. COLLECTOR FUNC CLASS = MINOR 17BP.13.R.172 17BP.13.R.172SR 1158SR 1156STATE PROJECT:-L- STA. 14+75.77 END STATE PROJECT 17BP.13.R.172 17BP.13.PE.172 -L- STA. 10+50.00 BEGIN STATE PROJECT 17BP.13.R.172 LENGTH OF ROADWAY PROJECT 17BP.13.R.172 = .076 MILES LENGTH OF STRUCTURE PROJECT 17BP.13.R.172 = .005 MILES TOTAL LENGTH OF PROJECT 17BP.13.R.172 = .081 MILES RONALD D. ALLEN, P.E. DIVISION 13 MIKE CALLOWAY 2018 STANDARD SPECIFICATIONS KCI ROADWAY PROJECT MANAGER NCDOT DIVISION 13 55 Orange Street Asheville, NC 28801 KCI ROADWAY PRACTICE LEAD DEWAYNE L. SYKES, P.E.SR 1151B IG PIN E R D. BIG PINE CREEK CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.-L-GRADING, PAVING, DRAINAGE AND CULVERT R/W PLANS JUNE 2, 2021 17BP.13.ROW.172 17BP.13.R.172 P.E. R/W CONST. MARCH 5, 2021Big Pine RdPuncheon Ca mp Rd142 1157 .98 .23 1.60 1.001.741.10 .50.7 42.341.37 .44 .77 .86.3 41.00 .28 .50.20.20.89 1.28.0 9 NAD83NA2011 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 6 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 4 BIG B IG PIN E R D. PINE CREEK 17BP.13.R.172 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 18' B STNAD83 / NA2011S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLYDE MASSEY CLYDE MASSEY KAREN MASSEY LEWIS SHED BARNWD & BLK GR GR GR 1 S FD SHED 1 S FD WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODSMAINTAINED R/WMAINTAINED R/WM A IN TA IN ED R/ W M A IN TA IN ED R/ W S KAREN MASSEY LEWIS CLYDE MASSEYAREASEPTICPOSSIBLE10-L- 1 1 2 2 2 SEE DETAIL 3 17 SY GEOTEXTILE 9 TONS CL I RIPRAP RIPRAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 12+38 -L- TO STA. 12+47 -L- RT DETAIL 3 Grade Ditch 1.5 GEOTEXTILE Geotextile= 17 SY Type of Liner= 9 TONS,CL I RIPRAP 10'min. 1.0'min. SEE DETAIL 2 EST. 158 SY GEOTEXTILE EST. 87 TONS CL I RIPRAP LATERAL 2' BASE DITCH ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA. 11+50 -L- TO STA. 12+38 -L- RT DETAIL 2 b=3 Ft. B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0' Type of Liner= CL I RIPRAP Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 12+33 -L- TO STA. 12+50 -L- LT DETAIL 4 Grade Ditch 1.5 GEOTEXTILE Geotextile= 27 SY Type of Liner= 14 TONS,CL I RIPRAP 10'min. 1.0'min. SEE DETAIL 5 SPEC. LATERAL 'V' DITCH SEE DETAIL 4 27 SY GEOTEXTILE 14 TONS CL I RIPRAP RIPRAP AT EMBANKMENT TB 2GI EST. 5 SY EST. 1 TON CL B RIPRAP w/ ELBOWS 15" d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 10+75 -L- TO STA. 11+50 -L- RT Slope Fill DETAIL 1 B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= PSRM Ground Natural SEE DETAIL 1 2' BASE DITCH w/ PSRM SPECIAL LATERAL SEE DETAIL 6 'V' DITCH w/ PSRM SPEC. LATERAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 12+50 -L- TO STA. 13+75 -L- LT Min. D=1.5 Ft. DETAIL 5 Ground Natural Flatter1.5:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 FROM STA. 13+75 -L- TO STA. 14+50 -L- LT Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL 6 Type of Liner= PSRM Ground Natural Flatter1.5:1 or Slope Fill DDDIKE IMPERVIOUS DIKE IMPERVIOUS SEE SHEET 4 OF 6 ENLARGEMENT VIEW C F C C F C C C C C F C C C C C C F C FFF 239123922393239423952395 2395239623962397 2397 23972398 2398 23982399 23992399 23992400 24002400 2400240024002401 240124012401240124012402 240224022402240224022403 24032403 2403240324032404 24042404 240424042404240424052405 2405 2405 24052405240524052 4 0 5 24062406 240624062406240624072407 24072407240724072408 24082408240824082409 2409240924092410 2410 24102 41024102410241024102411 2 4 1 1 2411241124112412 241224122412241224122413 241324132413241324132414 2 4 14 24142414241424142415 2415 24 15 2415 24152415241524152415241524162416 2416241624162417241724172417241724182418 24182418241824192419 2419241924192420 24202420 24202420 2420242024202420242024212421 24212421242124212422 2 4 2 2 2422242224222423242 32423242324232423242324242424 242424242424242424242425 2425 242524252425 2425242524252425242624262426 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SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 4 BIG B IG PIN E R D. PINE CREEK 17BP.13.R.172 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 18' B STNAD83 / NA2011S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLYDE MASSEY CLYDE MASSEY KAREN MASSEY LEWIS SHED BARNWD & BLK GR GR GR 1 S FD SHED 1 S FD WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODSMAINTAINED R/WMAINTAINED R/WM A IN TA IN ED R/ W M A IN TA IN ED R/ W S KAREN MASSEY LEWIS CLYDE MASSEYAREASEPTICPOSSIBLE10-L- 1 1 2 2 2 SEE DETAIL 3 17 SY GEOTEXTILE 9 TONS CL I RIPRAP RIPRAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 12+38 -L- TO STA. 12+47 -L- RT DETAIL 3 Grade Ditch 1.5 GEOTEXTILE Geotextile= 17 SY Type of Liner= 9 TONS,CL I RIPRAP 10'min. 1.0'min. SEE DETAIL 2 EST. 158 SY GEOTEXTILE EST. 87 TONS CL I RIPRAP LATERAL 2' BASE DITCH ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA. 11+50 -L- TO STA. 12+38 -L- RT DETAIL 2 b=3 Ft. B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0' Type of Liner= CL I RIPRAP Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 12+33 -L- TO STA. 12+50 -L- LT DETAIL 4 Grade Ditch 1.5 GEOTEXTILE Geotextile= 27 SY Type of Liner= 14 TONS,CL I RIPRAP 10'min. 1.0'min. SEE DETAIL 5 SPEC. LATERAL 'V' DITCH SEE DETAIL 4 27 SY GEOTEXTILE 14 TONS CL I RIPRAP RIPRAP AT EMBANKMENT TB 2GI EST. 5 SY EST. 1 TON CL B RIPRAP w/ ELBOWS 15" d 2:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 10+75 -L- TO STA. 11+50 -L- RT Slope Fill DETAIL 1 B=2 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= PSRM Ground Natural SEE DETAIL 1 2' BASE DITCH w/ PSRM SPECIAL LATERAL SEE DETAIL 6 'V' DITCH w/ PSRM SPEC. LATERAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM STA. 12+50 -L- TO STA. 13+75 -L- LT Min. D=1.5 Ft. DETAIL 5 Ground Natural Flatter1.5:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 FROM STA. 13+75 -L- TO STA. 14+50 -L- LT Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL 6 Type of Liner= PSRM Ground Natural Flatter1.5:1 or Slope Fill DDDIKE IMPERVIOUS DIKE IMPERVIOUS SEE SHEET 4 OF 6 ENLARGEMENT VIEW C F C C F C C C C C F C C C C C C F C FFF 0 10'5' 10' SCALE: 1"=20' 20' NAD 83BIG PINE CREEK SR 1151 (BIG PINE RD) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17.BP.13.R.172 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S S SURFACE WATER DENOTES IMPACTS IN 11+00 -L-13+00 -L-SHEET 4 OF 6 PERMIT DRAWING SEE DETAIL 2 EST. 158 SY GEOTEXTILE EST. 87 TONS CL I RIPRAP LATERAL 2' BASE DITCH SEE DETAIL 3 17 SY GEOTEXTILE 9 TONS CL I RIPRAP RIPRAP AT EMBANKMENT SEE DETAIL 4 27 SY GEOTEXTILE 14 TONS CL I RIPRAP RIPRAP AT EMBANKMENT w/ ELBOWS 15" TB 2GI TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SEE DETAIL 5 SPEC. LATERAL 'V' DITCH DD DIKE IMPERVIOUS DIKE IMPERVIOUS WOODS WOODS WOODS SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER TEMP IMPACTS IN SURFACE WATER TEMP IMPACTS IN SURFACE WATER IMPACTS IN $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/1612.5 25 17BP.13.R.172 SHEET 5 OF 6 PERMIT DRAWING TO BE REMOVED EXISTING BRIDGE TB RT TB RT TB LT TB LT EXST WS EXST BED (TYP.) 2:1 (NORMAL) 2.48:1 SKEWED OCL ELEV = 2,443.8' SKEW = 54 1@20'x7' RC THREE SIDED CULVERT CL STA 12+39 -L- ON 7-28-18=2,433.5 NWS AND WSE SLOPE=0 FT/ FT TOP FOOTING EL=2,434.5 0 100100200 (TYP.) 2% (NORMAL) 2.48% SKEWED 2450 2440 2430 2420 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 11+76 to 12+96 -L- 20'x7' RC 3-SIDED CULVERT < 0.01 0.04 49 31 12+15 to 12+38-L-LT BANK STABILIZATION < 0.01 21 12+40 to 12+58-L-RT BANK STABILIZATION < 0.01 13 11+76 to 12+50 -L- DEWATERING FOR 91 12+11 to 12+96 -L- IMPERVIOUS DIKES TOTALS*: 0.01 0.04 83 122 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSMADISON COUNTY17BP.13.R.17217BP.13.R.172NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04-27-2021